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RP IS64E TO GRAND over FDRL SIGN CO ENTR

Map 

Coordinates:
+38.63102, -90.22707
38°37'52" N, 90°13'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS64E TO GRAND over FDRL SIGN CO ENTR
Structure number:383
Old structure number:A 549 2 (from 1992 edition)
Location:S 16 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:30.5 ft. [9.3 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:5,613 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:32.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$537,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201532.0Structurally deficientPoorPoorSatisfactory5613
August 201338.5Structurally deficientPoorPoorGood2832
August 201172.8Not deficientFairFairGood5891
August 200986.2Not deficientSatisfactorySatisfactoryGood5804
August 200788.1Not deficientSatisfactorySatisfactoryGood5887
August 200588.0Not deficientSatisfactorySatisfactoryVery Good5938
July 200386.8Not deficientSatisfactorySatisfactoryVery Good6077
July 200168.1Functionally obsoleteSatisfactorySatisfactoryVery Good5964
July 199965.8Functionally obsoleteSatisfactorySatisfactoryVery Good5964
June 199865.8Functionally obsoleteSatisfactorySatisfactoryVery Good5964
July 199765.8Functionally obsoleteSatisfactorySatisfactoryVery Good5964
July 199667.4Functionally obsoleteSatisfactorySatisfactoryVery Good4260
November 199567.4Functionally obsoleteSatisfactorySatisfactoryVery Good4260
February 199467.4Functionally obsoleteSatisfactorySatisfactoryVery Good4260
March 199367.4Functionally obsoleteSatisfactorySatisfactoryVery Good4260
November 199167.4Functionally obsoleteSatisfactorySatisfactoryVery Good4260